Westhaven Phase 2B-LR161221 (2)TESTED FOR:DATE: 12/21/16
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
81 12/21/16 FG-2.0 130758/1 21.6 102.7 22.3 101 98 1-A
82 12/21/16 FG-1.0 130758/1 21.6 102.7 21.9 100 97 1-A
83 12/21/16 FG 130758/1 21.6 102.7 22.7 99 96 1-A
84 12/21/16 FG-2.0 130758/1 21.6 102.7 23.0 100 97 1-A
85 12/21/16 FG-1.0 130758/1 21.6 102.7 22.4 100 97 1-A
86 12/21/16 FG 130758/1 21.6 102.7 21.6 99 96 1-A
87 12/21/16 FG-2.0 130758/1 21.6 102.7 22.7 100 98 1-A
TEST LOCATION:
81
82
83
84
85
86
87
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, P.E.
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar
specimens.
Water Line along Swearengin Road at Station 2+50
Water Line along Windsor Road at Station 14+00
Water Line along Windsor Road at Station 14+00
Water Line along Windsor Road at Station 17+00
Dallas, Texas
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Cullum Construction
162997-6
DATE
Westhaven Phase 2B - Utilities
Coppell, Texas
TECHNICIAN:
SOIL ID
NUMBER
COMPACTION TESTS
Water Line along Windsor Road at Station 17+00
TEST
NO.
Water Line along Windsor Road at Station 14+00
J. Bura
Water Line along Windsor Road at Station 17+00
IN PLACE
DRY DENSITY
PCF
TESTED FOR:DATE: 12/21/16
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
88 12/21/16 FG-1.0 130758/1 21.6 102.7 22.2 98 95 1-A
89 12/21/16 FG 130758/1 21.6 102.7 23.1 99 96 1-A
90 12/21/16 FG-2.0 130758/1 21.6 102.7 22.8 100 97 1-A
91 12/21/16 FG-1.0 130758/1 21.6 102.7 23.0 98 96 1-A
92 12/21/16 FG-2.0 130758/1 21.6 102.7 21.9 100 97 1-A
93 12/21/16 FG-1.0 130758/1 21.6 102.7 22.4 101 98 1-A
TEST LOCATION:
88
89
90
91
92
93
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, P.E.
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar
specimens.
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Cullum Construction
Dallas, Texas
Westhaven Phase 2B - Utilities 162997-6A
Coppell, Texas
TECHNICIAN: J. Bura
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Water Line Service to Block F, Lot 1
Water Line Service to Block F, Lot 3
Water Line Service to Block F, Lot 3
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water Line along Swearengin Road at Station 2+50
Water Line along Swearengin Road at Station 2+50
Water Line Service to Block F, Lot 1